SSC JE Civil Engineering 25th May 2014 Shift-2
Instructions
For the following questions answer them individually
Question 132
The ratio $$\frac{Liquid limit - Water content}{Plasticity index}$$ for a soil mass is called
Question 134
A fundamental equation of void ratio (e), specific gravity (G), water content (W) and the degree of saturation $$ (S_p) $$ is
Question 136
Capillarity is due to
I. surface tension
II. cohesion
III. viscosity
IV. vapour pressure
V. weight density of liquid
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